CN111648719B - Bamboo joint type drilling device suitable for soft soil stratum and construction method thereof - Google Patents
Bamboo joint type drilling device suitable for soft soil stratum and construction method thereof Download PDFInfo
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- CN111648719B CN111648719B CN202010556362.4A CN202010556362A CN111648719B CN 111648719 B CN111648719 B CN 111648719B CN 202010556362 A CN202010556362 A CN 202010556362A CN 111648719 B CN111648719 B CN 111648719B
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- 238000005553 drilling Methods 0.000 title claims abstract description 115
- 235000017166 Bambusa arundinacea Nutrition 0.000 title claims abstract description 41
- 235000017491 Bambusa tulda Nutrition 0.000 title claims abstract description 41
- 241001330002 Bambuseae Species 0.000 title claims abstract description 41
- 235000015334 Phyllostachys viridis Nutrition 0.000 title claims abstract description 41
- 239000011425 bamboo Substances 0.000 title claims abstract description 41
- 238000010276 construction Methods 0.000 title claims abstract description 33
- 239000002689 soil Substances 0.000 title claims abstract description 29
- 238000002347 injection Methods 0.000 claims abstract description 83
- 239000007924 injection Substances 0.000 claims abstract description 83
- 239000000463 material Substances 0.000 claims abstract description 33
- 238000003756 stirring Methods 0.000 claims abstract description 22
- 230000001681 protective effect Effects 0.000 claims description 62
- 239000004568 cement Substances 0.000 claims description 53
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 21
- 239000002002 slurry Substances 0.000 claims description 13
- 238000002360 preparation method Methods 0.000 claims description 7
- 239000011440 grout Substances 0.000 claims description 4
- 230000003044 adaptive effect Effects 0.000 claims description 3
- 238000004181 pedogenesis Methods 0.000 claims 4
- 230000001012 protector Effects 0.000 claims 4
- 230000000694 effects Effects 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 4
- 229910000831 Steel Inorganic materials 0.000 description 8
- 238000000034 method Methods 0.000 description 8
- 239000010802 sludge Substances 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 239000000243 solution Substances 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000001179 sorption measurement Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000012790 confirmation Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003199 nucleic acid amplification method Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000005641 tunneling Effects 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B10/00—Drill bits
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B17/00—Drilling rods or pipes; Flexible drill strings; Kellies; Drill collars; Sucker rods; Cables; Casings; Tubings
- E21B17/22—Rods or pipes with helical structure
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B33/00—Sealing or packing boreholes or wells
- E21B33/10—Sealing or packing boreholes or wells in the borehole
- E21B33/13—Methods or devices for cementing, for plugging holes, crevices or the like
- E21B33/138—Plastering the borehole wall; Injecting into the formation
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- Mining & Mineral Resources (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Mechanical Engineering (AREA)
- Earth Drilling (AREA)
Abstract
The invention discloses a bamboo joint type drilling device suitable for soft soil strata, which comprises a drilling machine, an installation frame, a cylinder protecting die, a supporting piece and a material injection piece, wherein a drill bit is arranged in the installation frame, the cylinder protecting die is arranged on the outer side of the installation frame through the supporting piece, the material injection piece is connected with the cylinder protecting die, the drilling machine comprises a drill rod, a drill bit, a stirring rod and a helical blade, and the drill bit, the stirring rod and the helical blade are all arranged on a rod body of the drill rod and are distributed from bottom to top; the mounting frame comprises a bobbin and a retaining wall, the retaining wall is fixedly mounted at the lower end of the bobbin, the drill rod is rotatably connected in the inner cavity of the bobbin, and the retaining cylinder mold comprises an annular base, a circular truncated cone retaining cylinder, an air bag groove and a feeding port; the invention has the characteristics of high reliability, high drilling efficiency, good anti-collapse effect and convenient construction.
Description
Technical Field
The invention relates to the technical field of soil drilling equipment, in particular to a bamboo joint type drilling device suitable for soft soil strata and a construction method thereof.
Background
In the building and industrial and mining fields, piling or drilling is often needed, and the difficulty of drilling construction is greatly increased under the condition of poor geological environment, such as a silt terrain, wherein the problems include the following 1. in a silt stratum, because silt is soft in texture, a drilling tool is adopted for directly excavating, and because the intensity of the silt on the side wall of a drilled well is not high, the condition of collapse can occur; in this case, constructors can think of reinforcing the steel casing, but the traditional steel casing is only a cylinder with a protective effect and two open ends, so that when the steel casing is used in a sludge bottom layer, the steel casing is very difficult to insert and pull due to the viscosity of the sludge; 2. the steel casing has limited length and cannot be completely inserted into a sludge layer to protect the well drilling, and after a certain depth, when the steel casing cannot be protected, the geological strength of the side wall of the well drilling is not high, the side wall of the well drilling is easy to collapse, and the side wall of the well drilling is difficult to reinforce; 3. after the steel casing is inserted into the ground, the steel casing is difficult to pull out under the action of soil adsorption force, and the hole is disturbed in the pulling-out process, so that the pile forming quality is influenced; 4. a temporary cement casing is formed on the hole wall in a cement slurry injection mode in part of projects, but the quality of the cement casing cannot be well controlled, and once cracks appear in the cement casing, the cement casing can be rapidly expanded, so that hole collapse accidents are caused.
Patent publication No. CN201720741987 discloses an anti-collapse drill bit for drilling in a sludge formation, but it has the following disadvantages: 1) the quality of the anti-collapse hole can not be ensured, and once a crack appears on the slurry wall, the slurry wall can be rapidly expanded, so that the hole collapse accident is caused; 2) the drilling bit has low tunneling efficiency, the contact area between the drilling bit structure and the drilling soil body is large, the influence of the soil body adsorption is large, the torque required in the drilling process is large, and the power of equipment is also high.
Therefore, it is necessary to provide a drilling device suitable for a sludge soft soil layer and a construction method thereof, wherein the drilling device has a good anti-collapse effect, high reliability, high drilling efficiency and convenient construction.
Disclosure of Invention
The purpose of the invention is as follows: the invention aims to provide a bamboo joint type drilling device suitable for a soft soil stratum, which not only can drill holes in the soft soil stratum, but also can prepare a bamboo joint type cement casing in the drilling process, and has the advantages of simple operation and obvious effect.
The second purpose of the invention is to provide a construction method by adopting the bamboo joint type drilling device.
In order to solve the technical problems, the invention provides the following technical scheme: a bamboo joint type drilling device suitable for soft soil strata comprises a drilling machine, a mounting frame, a cylinder protecting die, a supporting piece and a material injection piece, wherein a drill bit is arranged in the mounting frame, the cylinder protecting die is arranged on the outer side of the mounting frame through the supporting piece, and the material injection piece is connected with the cylinder protecting die;
the drilling machine comprises a drill rod, a drill bit, a stirring rod and helical blades, wherein the drill bit, the stirring rod and the helical blades are all arranged on a rod body of the drill rod and are distributed from bottom to top;
the mounting frame comprises a barrel and a protective wall, the protective wall is fixedly mounted at the lower end of the barrel, and the drill rod is rotatably connected in the inner cavity of the barrel;
the cylinder protecting mold comprises an annular base, a circular table protecting cylinder, an air bag groove and a filling port, wherein the annular base is fixed at the bottom of the circular table protecting cylinder;
the supporting piece comprises a supporting rod, a supporting arm and a supporting block, one end of the supporting rod is hinged to the side wall of the bobbin, the other end of the supporting rod is connected with the supporting block, one end of the supporting arm is hinged to the side wall of the middle of the supporting rod, the other end of the supporting arm is connected to a sliding groove formed in the side wall of the bobbin in a sliding mode through a sliding block, and the supporting block abuts against the side wall of the top end of the circular truncated cone protective barrel; and the number of the first and second groups,
the material injection part comprises a cement paste injection pipe, a demoulding oil injection pipe and an inflation pipe, and each material injection pipe is correspondingly communicated with the cement paste injection port, the demoulding oil injection port and the inflation port.
Further, the stirring rod is in an inverted round table shape, and the upper end of the stirring rod is the same as the radial diameter of the spiral blade.
Furthermore, a water guide pipe is arranged in the drill rod, a water outlet is formed in the side wall of the drill bit, and the water outlet is communicated with the water guide pipe.
Furthermore, the radial diameter of the retaining wall is equal to the annular inner diameter of the annular base, the outer edge of the top of the retaining wall is also provided with a flange, and the bottom of the retaining wall is movably contacted with the side wall of the top of the annular base;
the radial diameter of the flange is smaller than the annular inner diameter of the upper end of the circular truncated cone protective cylinder.
Furthermore, the annular outer diameter of the annular base is larger than that of the circular truncated cone protective cylinder, and the annular inner diameter of the annular base is smaller than that of the circular truncated cone protective cylinder.
Furthermore, wave-shaped grooves are formed in the outer side wall of the circular truncated cone protective cylinder.
Furthermore, grout filling opening and drawing of patterns oil filling opening set up on the lower extreme lateral wall of a section of thick bamboo is protected to the round platform, just the grout filling opening is located the below of drawing of patterns oil filling opening, the inflation inlet is located in the upper end lateral wall of a section of thick bamboo is protected to the round platform.
Furthermore, each pipe orifice of the material injection part is provided with a buckle, the buckle is positioned on the flange, the material injection port is positioned on the side wall of the circular truncated cone protective cylinder and is provided with a clamping seat, and the buckle and the clamping seat are mutually matched.
Furthermore, the radial section of the annular base is wedge-shaped, and the top of the stirring rod and the bottom of the annular base are positioned on the same horizontal plane.
The bamboo joint type drilling device comprises the following construction steps:
s1: construction preparation: determining a design scheme of a drilling hole, selecting an adaptive drilling machine and placing in place, and preparing cement paste, demoulding oil and an air pump;
s2: assembling a drill bit: assembling the drilling machine, the mounting frame, the cylinder protecting die, the supporting piece and the material injection piece to form a complete drilling device;
s3: drilling preparation: drilling a drilling device at a construction position, wherein each material injection piece is correspondingly connected with each material injection port, and the other end of the inflation tube is connected with an air pump;
s4: drilling: opening a water outlet at the top of the drill bit, drilling, and screwing the drilling machine into the stratum;
s5: grouting the hole wall: screwing in a certain depth, starting an air pump to inflate the air bag, and then grouting the hole wall of the outer side wall of the circular truncated cone protective cylinder through the cement paste injection pipe to form strength, and then performing next construction;
s6: demolding the hole wall: injecting demoulding oil into the demoulding oil injection port through the demoulding oil injection pipe, so that the outer wall of the circular truncated cone protective cylinder is separated from the formed cement protective cylinder;
s7: continuing to precessing towards the stratum, drilling a next step, and repeating the steps S4-S6;
s8: the drill bit is separated: after the drill bit is drilled to a preset depth, the drill bit is pulled out upwards from the drill hole, meanwhile, the material injection piece is separated from the material injection port, and then cement slurry with certain expansibility is injected into the drill hole.
The invention has the beneficial effects that:
1) the hole collapse prevention effect is good: the reliable hole wall is formed by high-pressure cement slurry, and the strength is high;
2) the reliability is high: the expansion of the quality defect of the hole wall is limited by the bamboo joint type and layered type shape characteristics, and the hole forming quality is good;
3) the drilling efficiency is high: the spiral fan blades at the top of the drill bit are converted into rods, so that the contact area with the drilling soil body is reduced, the output torque of the machine is reduced, and the drilling efficiency is improved;
4) the construction is convenient: the device is simple to operate, does not need to protect auxiliary assembly such as a section of thick bamboo, and need only propose the drill bit after the pore-forming is accomplished can, no subsequent operation, convenient operation.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings needed to be used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings based on these drawings without inventive exercise. Wherein:
fig. 1 is a schematic overall structure diagram of the bamboo joint type drilling device suitable for soft soil strata.
Fig. 2 is a schematic sectional structure view of the surface a of the bamboo joint type drilling device suitable for soft soil strata.
Fig. 3 is a concrete structure schematic diagram of a drilling machine and a mounting rack of the bamboo joint type drilling device suitable for soft soil strata.
FIG. 4 is a schematic cross-sectional structure view of the B surface of the cylinder protecting mold of the bamboo joint type drilling device suitable for soft soil strata.
FIG. 5 is a schematic view of a cross-sectional structure of a C surface of the bamboo joint type drilling device suitable for soft soil strata.
Fig. 6 is a schematic diagram of a local D-amplification structure of the bamboo joint type drilling device suitable for the soft soil stratum.
Fig. 7 is a schematic structural view of an application scene of the bamboo joint type drilling device suitable for the soft soil stratum.
Detailed Description
The technical solution of the present invention is further described in detail with reference to the accompanying drawings and embodiments.
Example 1
Referring to fig. 1 to 7, for a first embodiment of the present invention, a bamboo joint type drilling device suitable for a soft soil stratum is provided, the device includes a drilling machine 1, a mounting frame 2, a casing mold 3, a support member 4 and a material injection member 5, wherein a drill bit 12 is arranged in the mounting frame 2, the casing mold 3 is arranged outside the mounting frame 2 through the support member 4, and the material injection member 5 is connected with the casing mold 3.
The drilling machine 1 comprises a drill rod 11, a drill bit 12, a stirring rod 13 and a helical blade 14, wherein the drill bit 12, the stirring rod 13 and the helical blade 14 are all installed on a rod body of the drill rod 11 and are distributed from bottom to top.
The mounting frame 2 comprises a barrel 21 and a protective wall 22, wherein the protective wall 22 is fixedly arranged at the lower end of the barrel 21, and the drill rod 11 is rotatably connected in the inner cavity of the barrel 21.
The cylinder protecting mold 3 comprises an annular base 31, a circular table cylinder protecting 32, an air bag groove 33 and a filling opening 34, wherein the annular base 31 is fixed at the bottom of the circular table cylinder protecting 32, the air bag groove 33 is arranged in the side wall of the upper end of the circular table cylinder protecting 32, an air bag is arranged in the groove, the filling opening 34 is provided with a plurality of groups, the groups comprise a cement paste filling opening 34a, a demoulding oil filling opening 34b and a gas filling opening 34c, and the groups are all arranged on the side wall of the circular table cylinder protecting 32.
The supporting member 4 comprises a supporting rod 41, a supporting arm 42 and a supporting block 43, one end of the supporting rod 41 is hinged on the side wall of the bobbin 21, the other end of the supporting rod is connected with the supporting block 43, one end of the supporting arm 42 is hinged on the middle side wall of the supporting rod 41, the other end of the supporting arm is connected in a sliding groove formed in the side wall of the bobbin 21 in a sliding mode through a sliding block, and the supporting block 43 abuts on the top end side wall of the circular truncated cone protective cylinder 32.
And the material injection part 5 comprises a cement paste injection pipe 51, a demoulding oil injection pipe 52 and an air inflation pipe 53, and each material injection pipe is correspondingly communicated with the cement paste injection port 34a, the demoulding oil injection port 34b and the air inflation port 34c respectively.
The stirring rod 13 is in the shape of an inverted circular truncated cone, and the upper end thereof has the same diameter as the radial diameter of the helical blade 14.
A water guide pipe is arranged in the drill rod 11, a water outlet is arranged on the side wall of the drill bit 11, and the water outlet is communicated with the water guide pipe.
The radial diameter of the retaining wall 22 is equal to the inner diameter of the ring of the annular base 31, while the top outer edge thereof is provided with a flange, the bottom of which is in movable contact with the top side wall of the annular base 31; the radial diameter of the flange is smaller than the annular inner diameter of the upper end of the circular truncated cone protective cylinder 32.
The annular outer diameter of the annular base 31 is larger than that of the circular truncated cone protective cylinder 32, and the annular inner diameter of the annular base is smaller than that of the circular truncated cone protective cylinder 32.
The outer side wall of the circular truncated cone protective cylinder 32 is provided with wave-shaped grooves.
The cement paste injection port 34a and the demolding oil injection port 34b are arranged on the side wall of the lower end of the circular truncated cone protective cylinder 32, the cement paste injection port 34a is located below the demolding oil injection port 34b, and the air inflation port 34c is located in the side wall of the upper end of the circular truncated cone protective cylinder 32.
Each pipe orifice of the material injection part 5 is provided with a buckle M, the buckle M is positioned on the flange, the material injection port 34 is positioned on the side wall of the circular truncated cone protective cylinder 32 and is provided with a clamping seat N, and the buckle M and the clamping seat N are mutually matched.
The radial section of the annular base 31 is wedge-shaped, and the top of the stirring rod 13 and the bottom of the annular base 31 are positioned on the same horizontal plane.
Wherein, combine fig. 1, the device mainly divide into rig 1 and protect section of thick bamboo mould 3 two parts, mounting bracket 2 and support piece 4 are as the connection support body and the support body of rig 1 and protect section of thick bamboo mould 3, in order to improve construction stability between them, and annotate material spare 5 and be used for annotating the material in the drilling from subaerial, in order to form cement and protect a section of thick bamboo wall, dig the drilling soon in 1 to the soft soil stratum promptly, in the precession process, keep precession direction through mounting bracket 2, and drive and protect section of thick bamboo mould 3 and advance to the drilling bottom, support piece 4 is located between mounting bracket 2 and protect section of thick bamboo mould 3, keep the two stable connection.
Further, with reference to fig. 2 and 3, a drill rod 11 in the drilling machine 1 is a rotating shaft, a drill bit 12, a stirring rod 13 and a helical blade 14 are all distributed and mounted on a rod body of the drill rod 11, the drill bit 12 is located at the bottommost part of the drill rod 11, the bottom of the drill bit 12 is sharp and is in an inverted conical shape, a side wall of the drill bit is provided with a certain special-shaped curved surface to facilitate screwing in soft soil, a water outlet is formed in the side wall of the curved surface and is connected with a water guide pipe arranged inside the drill rod 11, namely, in the working process of the drill bit 12, water is discharged from the water outlet, the formation humidity during screwing in is increased, and therefore the difficulty of drilling is reduced; the stirring rod 13 is positioned above the drill bit 12 and is formed by distributing reinforcing steel bars with different lengths, the whole body is in an inverted circular truncated cone shape along the radial direction so as to be matched with the drill bit 12 to perform downward rotary drilling, and when the drill bit 12 performs rotary drilling towards the underground, the stirring rod 13 further stirs the wet sludge, so that the treatment is easier; the helical blade 14 is located above the stirring rod 13, the radial diameter of the whole blade is the same as the maximum radial diameter of the stirring rod 13, the helical blade is used for conveying the fully-stirred sludge to the upper part of the drilling machine 1 and is located in the inner cavity of the cylinder protecting mold 3, and it needs to be noted that the sludge accumulated in the inner cavity of the cylinder protecting mold 3 needs to be timely pumped out in the construction process, so that the drilling machine 1 can continuously perform rotary drilling construction downwards.
In the mounting frame 2, the drill rod 11 is rotatably mounted in the inner cavity of the barrel 21, the barrel 21 is positioned above the helical blade 14 and used for mounting and protecting the operation of the drilling machine 1, the protective wall 22 is positioned at the bottom of the barrel 21 and is cylindrical, the radial diameter of the protective wall is the same as that of the inner ring of the annular base 31, namely the protective wall is attached to the inner ring of the annular base 31, the top of the protective wall is open and connected with the outer wall of the barrel 21 through a reinforcing rib, the edge of the outer wall of the protective wall is also provided with a flange, the radial diameter of the flange is larger than the annular inner diameter of the annular base 31 and can be placed on the top side wall of the annular base 31, the purpose of the flange is to push the protective cylinder mold 3 to advance to the deep drilling hole and also to be pulled out upwards from the protective cylinder mold 3, and the protective cylinder mold are separated.
Specifically, referring to fig. 4, the casing mold 3 is actually a mold for a cement casing wall, the bottom of the casing mold is an annular base 31 for breaking earth in a drilled hole, the radial section of the casing mold is wedge-shaped, the bottom of the casing mold is sharp and favorable for advancing, the width of the upper end of the casing mold is larger than the thickness of the circular truncated cone casing 32, and the bottom of the circular truncated cone casing 32 is installed at the middle position of the top end of the annular base 31; the circular truncated cone protective cylinder 32 is in a circular truncated cone shape with a small upper part and a large lower part, the circular truncated cone protective cylinder is hollow, the annular inner diameter of the upper end of the circular truncated cone protective cylinder is slightly larger than the radial diameter of the flange of the protective wall 22, so that the mounting frame 2 can be taken out of the inner cavity of the circular truncated cone protective cylinder 32 smoothly, and the outer side wall of the circular truncated cone protective cylinder 32 is provided with wave line grooves, so that when the prefabricated cement protective cylinder wall is formed, the inner side wall of the prefabricated cement protective cylinder is provided with the wave line grooves, and the strength of the cement protective cylinder wall can be improved; the air bag groove 33 is arranged in the side wall of the upper end of the circular truncated cone protective cylinder 32, the notch is positioned on the outer side facing the circular truncated cone protective cylinder 32, the air bag is arranged in the groove, when the air bag is inflated, the air bag expands towards the outer side of the protective cylinder from the notch, so that a closed area is formed among the outer side wall of the circular truncated cone protective cylinder 32, the annular base 31, the drilling wall and the air bag, and cement slurry is filled into the closed area to form the cement protective cylinder; the cement paste is injected from a cement paste injection port 34a in the injection port 34, the injection port 34 further comprises a plurality of demoulding oil injection ports 34b and an air charging port 34c, and the cement paste injection ports 34a and the demoulding oil injection ports 34b are distributed on the side wall of the bottom of the inner cavity of the circular truncated cone protective cylinder 32 at equal intervals; the purpose of arranging the demoulding oil injection port 34b at the bottom is similar, so that the cement pile casing formed in the closed area can be completely separated from the pile casing mould 3; the air charging port 34c is positioned at the upper end of the inner cavity of the circular truncated cone protective sleeve 32, and only a single air charging port 34c can be arranged.
Further, with reference to fig. 2 and 3, since the mounting frame 2 only contacts with the bottom of the circular truncated cone casing 32, in order to maintain stability during the construction process, the top of the circular truncated cone casing 32 is connected with the mounting frame 2 through the supporting member 4, the supporting member 4 is integrally similar to an umbrella rib structure, one end of the supporting rod 41 is lapped on the top of the circular truncated cone casing 32 through the supporting block 43, and the supporting arm 42 is used for limiting the unfolding angle of the supporting rod 41, and the maximum unfolding angle of the supporting rod contacts with the top of the circular truncated cone casing 32. The number of the supporting rods 41, the supporting arms 42 and the supporting blocks 43 is the same, and a plurality of groups are arranged, so that the connecting stability of the supporting member 4 can be improved by increasing the number of the groups.
Preferably, referring to fig. 5, a cement slurry injection pipe 51, a mold oil injection pipe 52, and an inflation pipe 53 in the injection member 5 are correspondingly connected to each injection port 34, and are respectively used for injecting cement slurry, mold oil, and inflation prepared on the ground into the closed area; as shown in fig. 6, it should be noted that the pipe orifices of the pipes are provided with fasteners M, the fasteners M are fixed on the flanges of the protection wall 22, the injection ports 34 are located on the inner side wall of the circular truncated cone protection cylinder 32, and the fasteners M and the fasteners N are matched with each other, so that when the drilling machine 1 is pulled out from the drilled hole, the injection members 5 can be separated from the injection ports 34 at the same time.
Example 2
Different from embodiment 1, the construction method of the bamboo joint type drilling device comprises the following construction steps:
s1: construction preparation: determining a design scheme of a drilling hole, selecting an adaptive drilling machine 1 and placing in place, and preparing cement paste, demolding oil and an air pump;
s2: assembling a drill bit: assembling a drilling machine 1, an installation frame 2, a cylinder protecting mould 3, a support piece 4 and a material injection piece 5 to form a complete drilling device;
s3: drilling preparation: drilling the drilling device at a construction position, correspondingly connecting each material injection part 5 with each material injection port 34, and connecting the other end of the inflation tube 53 with an air pump;
s4: drilling: opening a water outlet at the top of the drill bit 11, drilling, and screwing the drilling machine 1 into the stratum;
s5: grouting the hole wall: screwing in a certain depth, starting an air pump to inflate the air bag, and then grouting the hole wall of the outer side wall of the circular truncated cone protective cylinder 32 through a cement paste injection pipe 51 to form strength, and then performing the next construction;
s6: demolding the hole wall: injecting the mold oil into the mold oil injection port 34b through the mold oil injection pipe 52, so that the outer wall of the circular truncated cone protective cylinder 32 is separated from the formed cement protective cylinder;
s7: continuing to precessing towards the stratum, drilling a next step, and repeating the steps S4-S6;
s8: the drill bit is separated: after drilling to a predetermined depth, the drill bit 12 is pulled up from the borehole while the injection member 5 is separated from the injection port 34, and then cement slurry with a certain expandability is injected into the borehole.
Compared with the embodiment 1, further, before the device is used, construction preparation needs to be made in advance, a drilling scheme is determined according to the position to be constructed, all parts needed are prepared and sent to the construction position; before construction, assembling the drilling machine 1 and the pile casing mould 3 into a whole, preliminarily driving the drilling machine 1 and the pile casing mould 3 into the ground, connecting each injection piece 5 with an injection port 34, connecting each pipeline with a ground supply part, and then performing confirmation work before construction; in the construction process, the drilling machine 1 is started firstly, the drill bit 11 rotates, water is discharged from a water outlet, the drilling bit 11 is matched with rotary digging, when the strength of the wall of a drill hole is insufficient and the depth is greater than or equal to the height of the protecting cylinder mold 3, the air pump is started to inflate the air bag, so that the protecting cylinder mold 3 and the wall of the drill hole form a closed area, cement slurry is injected into the closed area through the cement slurry injection pipe 51, after a period of time, when cement slurry is solidified to form a cement protecting cylinder, demolding oil is injected into the closed area through the demolding oil injection hole 34b, so that the cement protecting cylinder and the protecting cylinder mold 3 are in an easily separated state, the air pump is started, air in the air bag is pumped out, the air bag is withdrawn into the air bag groove, the drilling machine 1 is started to drill downwards, the cement protecting cylinder is separated from the protecting cylinder mold 3, when the depth of the protecting cylinder mold 3 is reached again, the steps are repeated, continuous construction is carried out, so that the cement protecting cylinder forms a bamboo joint type continuous protecting wall, the strength of the integral cylinder wall is greatly improved; after the drilling and the cement protective cylinder wall are finished, building materials such as cement paste with certain expansibility and reinforcing steel bars are injected into the finished drilling, and the aim is that the cement paste added later is solidified and expanded to be tightly attached to the cement protective cylinder wall, so that the whole body is more stable and firm.
It should be noted that the above-mentioned embodiments are only for illustrating the technical solutions of the present invention and not for limiting, and although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that modifications or equivalent substitutions may be made on the technical solutions of the present invention without departing from the spirit and scope of the technical solutions of the present invention, which should be covered by the claims of the present invention.
Claims (10)
1. The utility model provides a bamboo joint formula drilling equipment suitable for soft soil stratum which characterized in that: the drilling machine comprises a drilling machine (1), a mounting frame (2), a cylinder protecting die (3), a supporting piece (4) and a material injection piece (5), wherein a drill bit (12) is arranged in the mounting frame (2), the cylinder protecting die (3) is arranged on the outer side of the mounting frame (2) through the supporting piece (4), and the material injection piece (5) is connected with the cylinder protecting die (3);
the drilling machine (1) comprises a drill rod (11), a drill bit (12), a stirring rod (13) and a helical blade (14), wherein the drill bit (12), the stirring rod (13) and the helical blade (14) are all arranged on a rod body of the drill rod (11) and are distributed from bottom to top;
the mounting rack (2) comprises a bobbin (21) and a protective wall (22), the protective wall (22) is fixedly mounted at the lower end of the bobbin (21), and the drill rod (11) is rotatably connected in the inner cavity of the bobbin (21);
the cylinder protecting mold (3) comprises an annular base (31), a circular table cylinder protector (32), an air bag groove (33) and a filling opening (34), the annular base (31) is fixed at the bottom of the circular table cylinder protector (32), the air bag groove (33) is arranged in the side wall of the upper end of the circular table cylinder protector (32), an air bag is arranged in the groove, and the filling opening (34) is provided with a plurality of groups, which comprise a cement paste filling opening (34a), a demoulding oil filling opening (34b) and an inflating opening (34c), and are all arranged on the side wall of the circular table cylinder protector (32);
the supporting piece (4) comprises a supporting rod (41), a supporting arm (42) and a supporting block (43), one end of the supporting rod (41) is hinged to the side wall of the bobbin (21), the other end of the supporting rod is connected with the supporting block (43), one end of the supporting arm (42) is hinged to the side wall of the middle part of the supporting rod (41), the other end of the supporting arm is connected to a sliding groove formed in the side wall of the bobbin (21) in a sliding mode through a sliding block, and the supporting block (43) abuts against the side wall of the top end of the circular truncated cone protective cylinder (32); and the number of the first and second groups,
the material injection part (5) comprises a cement paste injection pipe (51), a demoulding oil injection pipe (52) and an air inflation pipe (53), and each material injection pipe is correspondingly communicated with the cement paste injection port (34a), the demoulding oil injection port (34b) and the air inflation port (34c) respectively.
2. The bamboo joint type drilling device suitable for soft soil formations of claim 1, wherein: the stirring rod (13) is in an inverted round table shape, and the upper end of the stirring rod is the same as the radial diameter of the spiral blade (14).
3. The bamboo joint type drilling device suitable for soft soil formations of claim 2, wherein: a water guide pipe is arranged in the drill rod (11), a water outlet is formed in the side wall of the drill bit (12), and the water outlet is communicated with the water guide pipe.
4. A bamboo joint type drilling device suitable for soft soil formations according to claim 3, wherein: the radial diameter of the retaining wall (22) is equal to the annular inner diameter of the annular base (31), the top outer edge of the retaining wall is also provided with a flange, and the bottom of the retaining wall is movably contacted with the top side wall of the annular base (31);
the radial diameter of the flange is smaller than the annular inner diameter of the upper end of the circular truncated cone protective cylinder (32).
5. The bamboo joint type drilling device suitable for the soft soil stratum according to claim 4, wherein: the annular outer diameter of the annular base (31) is larger than that of the circular truncated cone protective tube (32), and the annular inner diameter of the annular base is smaller than that of the circular truncated cone protective tube (32).
6. The bamboo joint type drilling device suitable for the soft soil stratum of claim 5, wherein: the outer side wall of the circular truncated cone protective cylinder (32) is provided with wave-shaped grooves.
7. The bamboo joint type drilling device suitable for the soft soil stratum of claim 6, wherein: grout injection port (34a) and stripper oil injection port (34b) set up on the lower extreme lateral wall of a section of thick bamboo (32) is protected to the round platform, just grout injection port (34a) are located the below of stripper oil injection port (34b), inflation inlet (34c) are located in the upper end lateral wall of a section of thick bamboo (32) is protected to the round platform.
8. The bamboo joint type drilling device suitable for the soft soil stratum of claim 7, wherein: each pipe orifice of the material injection part (5) is provided with a buckle (M), the buckle (M) is positioned on the flange, the material injection port (34) is positioned on the side wall of the circular truncated cone protective cylinder (32) and is provided with a clamping seat (N), and the buckle (M) is matched with the clamping seat (N).
9. The bamboo joint type drilling device suitable for soft soil formations of claim 8, wherein: the radial section of the annular base (31) is wedge-shaped, and the top of the stirring rod (13) and the bottom of the annular base (31) are positioned on the same horizontal plane.
10. A construction method of a bamboo joint type drilling device suitable for soft soil strata is characterized by comprising the following steps: the bamboo joint type drilling device according to claim 9 comprises the following construction steps:
s1: construction preparation: determining a design scheme of a drilling hole, selecting an adaptive drilling machine (1) and placing in place, and preparing cement paste, demolding oil and an air pump;
s2: assembling a drill bit: assembling the drilling machine (1), the mounting frame (2), the pile casing die (3), the supporting piece (4) and the material injection piece (5) to form a complete drilling device;
s3: drilling preparation: drilling a drilling device at a construction position, wherein each material injection piece (5) is correspondingly connected with each material injection port (34), and the other end of the inflation tube (53) is connected with an air pump;
s4: drilling: opening a water outlet at the top of the drill bit (12), drilling, and screwing the drilling machine (1) into the stratum;
s5: grouting the hole wall: screwing in for a certain depth, starting an air pump to inflate the air bag, and then grouting the hole wall of the outer side wall of the circular truncated cone protective cylinder (32) through the cement paste injection pipe (51) to form strength, and then performing the next construction;
s6: demolding the hole wall: injecting demoulding oil into the demoulding oil injection port (34b) through the demoulding oil injection pipe (52) to separate the outer wall of the circular truncated cone protective cylinder (32) from the formed cement protective cylinder;
s7: continuing to precessing towards the stratum, drilling a next step, and repeating the steps S4-S6;
s8: the drill bit is separated: after the drill bit (12) is drilled to a preset depth, the drill bit is pulled out upwards from the drill hole, meanwhile, the injection piece (5) is separated from the injection port (34), and then cement slurry with certain expansibility is injected into the drill hole.
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Effective date of registration: 20210816 Address after: No.2, Mengxi Road, Zhenjiang City, Jiangsu Province, 212008 Applicant after: JIANGSU University OF SCIENCE AND TECHNOLOGY Applicant after: NO 3 GEOLOGY Group OF JIANGSU GEOLOGY AND MINERAL BUREAU Address before: 212000 South Campus of Jiangsu University of science and technology, Zhenjiang City, Jiangsu Province Applicant before: NO 3 GEOLOGY Group OF JIANGSU GEOLOGY AND MINERAL BUREAU |
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